Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CAMINO REAL ' (1) ·
'CYPRESS WAY ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'NW 20TH ST WB ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'TROON DR ' (1) ·
'TROPICALIA AVE. ' (1)
700193 (1) ·
790171 (1) ·
880106 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
934126 (1) ·
934421 (1) ·
934960 (1) ·
935002 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935209 (1) ·
935210 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1)
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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